contract plans - movable bridge resource

3

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Pop. 4,511

TREASURE ISLAND

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SOUTH

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693

693

666

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SEMINOLEPop. 10,890

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4:23:17 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0KeySheet01.dgn1/11/2021

BEE LINEEXPRESSWAY

FLO

RID

A STU

RNPIK

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

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ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

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NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

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BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

LMarzilli

N

MP 6.339 (150254)

MP 6.337 (150253)

STA. 128+30.53

150253 AND 150254

END BRIDGE NOS.

MP 6.178 (150254)

MP 6.176 (150253)

STA. 119+79.64

150253 AND 150254

BEGIN BRIDGE NOS.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

B-1

CONTRACT NO.

CONSTRUCTION

FDOT PROJECT MANAGER

ENGINEER OF RECORD:

STRUCTURES PLANS

GOVERNING STANDARD SPECIFICATIONS:

LOCATION OF PROJECT

GOVERNING STANDARD PLANS:

R 15 E

R 16 E

SHEET DESCRIPTIONSHEET NO.

CONTRACT PLANS COMPONENTS

STRUCTURES PLANS

SEE INDEX OF SHEETS, SHEET B-2

CLEARWATER

TO

TAMPA

TO

TH

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OF

THI

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T I

S

TH

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EL

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LE 61

G15-23.004,

F.

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T 31 S

T 30 S

INDEX OF STRUCTURES PLANS

ST. PETE

TO

PINELLAS COUNTY (15100)

FINANCIAL PROJECT ID 439565-1-52-01

JOHNS PASS BRIDGE

MOVEABLE BRIDGE REPAIR PINELLAS COUNTY

MANDY T. GAUGH

E7N76 21

VENDOR NO.: 941598707

CONTRACT NO. CA116

(813) 775-7063

TAMPA, FL 33637

12802 TAMPA OAKS BLVD., SUITE 245

T. Y. LIN INTERNATIONAL

P.E. NO. 85399

SANDRA L. McCORMACK, P.E.

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, January 2021 Standard Specifications

PROJECT ID: 448122-1-52-01

CONTRACT WITH FINANCIAL

THIS PROJECT TO BE LET TO

Component.

Standard Plans for Bridge Construction are included in the Structures Plans

APPLICABLE IRs: IR 102-600

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction.

Florida Department of Transportation, FY2020-21 Standard Plans for Road and

TH

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:23:27 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0Index01.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245

12802 TAMPA OAKS BLVD.,


P.E. NO. 85399


INDEX OF SHEETS

B-2

INDEX OF SHEETS

EXISTING BRIDGE PLANS

BRIDGE NOS. 150253 & 150254

SHEET DESCRIPTIONDRAWING NO.SHEET NO.

GENERAL SHEETS

SHEET NO. SHEET DESCRIPTION

SHEET NO. DRAWING NO. SHEET DESCRIPTION

BRIDGE NOS. 150253 & 150254

BRIDGE NOS. 150253 & 150254

BX1-1 THRU BX1-889

BM-5

BM-4

BM-3

BM-2

BM-1

AR-8

AR-7

AR-6

AR-5

AR-4

AR-3

AR-2

AR-1

BL-1

SPAN LOCK MACHINERY DETAILS

SPAN LOCK MACHINERY PLAN & ELEVATION

LIVE LOAD BEARING ASSEMBLY REPAIRS

MECHANICAL PLAN AND ELEVATION

MECHANICAL GENERAL NOTES

CONTROL TOWER WINDOW SCHEDULE

CONTROL TOWER DOOR SCHEDULE AND DETAILS

CONTROL TOWER ROOF SECTIONS

CONTROL TOWER TENDER LEVEL ELEVATIONS II

CONTROL TOWER TENDER LEVEL ELEVATIONS I

CONTROL TOWER REHABILITATION PLANS II

CONTROL TOWER REHABILITATION PLANS I

CONTROL TOWER GENERAL NOTES & SYMBOLS

BASCULE SPAN PLAN & ELEVATION

ARCHITECTURAL LIGHTING POWER LOGIC SCHEMATIC

ARCHITECTURAL LIGHTING ELEVATIONS TYPICAL PIER

ARCHITECTURAL LIGHTING ELEVATIONS CONTROL HOUSE

ARCHITECTURAL LIGHTING ELEVATIONS FAR SIDE BASCULE PIER

ARCHITECTURAL LIGHTING PLAN (3 OF 3)



ARCHITECTURAL LIGHTING OVERALL LAYOUT

LUMINAIRE DATA SHEET

LEGEND

RISER DIAGRAM

CCTV PLAN AND DETAILS

NAVIGATIONAL LIGHTING DETAILS

SUBMARINE CABLE DETAILS

EXISTING MAIN DISCONNECT CABINET DETAILS

PIT ROOM LAYOUT

MACHINERY ROOM LAYOUT

ELECTRICAL ROOM LAYOUT

CONTROL ROOM LAYOUT

CONTROL SCHEMATIC (21 OF 21)





















RELAY CONTROL PANEL DETAILS (CP-4)

EXISTING PLC PANEL (CP-1) DETAILS

CONTROL DEVICE DETAILS

MAINTENANCE CONTROL DESK (CP-3) DETAILS

MAINTENANCE CONTROL CONSOLE (CP-3) LAYOUT

EXISTING CONTROL DESK (CP-2) DETAILS

EXISTING CONTROL CONSOLE (CP-2) LAYOUT

SEQUENCE DIAGRAM - CLOSE BRIDGE

SEQUENCE DIAGRAM - OPEN BRIDGE

LIGHTING PANEL (LP-2) SCHEDULE

ELECTRICAL PLAN AND ELEVATION

ELECTRICAL ABBREVIATIONS

ELECTRICAL SYMBOLS & LEGEND

ELECTRICAL NOTES AND SCOPE OF WORK

BASCULE PIER PLUMBING DETAILS

BASCULE PIER PLUMBING PLAN & ELEVATION

B1-80

B1-79

B1-78

B1-77

B1-76

B1-75

B1-74

B1-73

B1-72

B1-71

B1-70

B1-69

B1-68

B1-67

B1-66

B1-65

B1-64

B1-63

B1-62

B1-61

B1-60

B1-59

B1-58

B1-57

B1-56

B1-55

B1-54

B1-53

B1-52

B1-51

B1-50

B1-49

B1-48

B1-47

B1-46

B1-45

B1-44

B1-43

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

B1-28

B1-27

B1-26

B1-25

BE-54

BE-53

BE-52

BE-51

BE-50

BE-49

BE-48

BE-47

BE-46

BE-45

BE-44

BE-43

BE-42

BE-41

BE-40

BE-39

BE-38

BE-37

BE-36

BE-35

BE-34

BE-33

BE-32

BE-31

BE-30

BE-29

BE-28

BE-27

BE-26

BE-25

BE-24

BE-23

BE-22

BE-21

BE-20

BE-19

BE-18

BE-17

BE-16

BE-15

BE-14

BE-13

BE-12

BE-11

BE-10

BE-9

BE-8

BE-7

BE-6

BE-5

BE-4

BE-3

BE-2

BE-1

BM-7

BM-6

FENDER SYSTEM DETAILS

FENDER SYSTEM ELEVATION

FENDER SYSTEM PLAN

RAILING COATING (2 OF 2)


BEAM CRACK SEALER DETAILS AND NOTES

SPALL REPAIR DETAILS

SURFACE FINISH DETAILS

STEEL SPOT COATING LOCATIONS

TYPICAL SECTION (2 OF 2)


PLAN AND ELEVATION

B1-24

B1-23

B1-22

B1-21

B1-20

B1-19

B1-18

B1-17

B1-16

B1-15

B1-14

B1-13

B1-12

B1-11

B1-10

B1-9

B1-8

B1-7A

B1-7

B1-6

B1-5

B1-4

B1-3A

B1-3

B1-2

B1-1

B-25

B-24

B-23

B-22

B-21

B-20

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

B-8

B-7

B-6

BQ2-2

BQ2-1

BQ1-2

BQ1-1

BQ-2

BQ-1

B-5A

B-5

B-4

B-3

B-2

B-1

GUIDE SIGN WORKSHEET

SIGN LOCATION DETAILS

TEMPORARY TRAFFIC CONTROL PLAN PHASE VI (3 OF 3)



TEMPORARY TRAFFIC CONTROL PLAN PHASE V (3 OF 3)



TEMPORARY TRAFFIC CONTROL PLAN PHASE IV

PEDESTRIAN DETOUR PLAN DURING PHASE III & VI

TEMPORARY TRAFFIC CONTROL PLAN PHASE III

TEMPORARY TRAFFIC CONTROL PLAN PHASE II

PEDESTRIAN DETOUR PLAN DURING PHASE I & V

TEMPORARY TRAFFIC CONTROL PLAN PHASE I

TEMPORARY TRAFFIC CONTROL PLAN SECTIONS (2 OF 2)


TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES

GENERAL NOTES (3 OF 3)



SUMMARY OF QUANTITIES (6 OF 6)






SUMMARY OF PAY ITEMS (2 OF 2)


SIGNATURE SHEET (2 OF 2)


INDEX OF SHEETS

KEY SHEET

JOHNS PASS BRIDGE


STATE OF

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No 87097

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STATE OF

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No 85399 KC

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AS

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:23:40 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0Signst01.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


WITH RULE 61G15-23.004, F.A.C

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE

SHEET NO.

B-3


ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

DRAWING NO. SHEET DESCRIPTION




SHEET NO. SHEET DESCRIPTION








SANDRA L. McCORMACK, P.E. NO. 85399

TAMPA, FL 33637

12802 TAMPA OAKS BLVD, SUITE 245


SHAHRIAR MAHMOOD, P.E. NO. 87097

ORLANDO, FL 32817

225 E. ROBINSON ST., SUITE 490


B-23

B-22

B-21

B-20

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

BQ-2

BQ-1

B-3







TEMPORARY TRAFFIC CONTROL PLAN PHASE IV

PEDESTRIAN DETOUR PLAN DURING PHASE III & VI

TEMPORARY TRAFFIC CONTROL PLAN PHASE III

TEMPORARY TRAFFIC CONTROL PLAN PHASE II

PEDESTRIAN DETOUR PLAN DURING PHASE I & V

TEMPORARY TRAFFIC CONTROL PLAN PHASE I



TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES




B1-10

B1-9

B1-8

B1-7A

B1-7

B1-6

B1-5

B1-4

B1-3A

B1-3

B1-2

B1-1

B-25

B-24

B-8

B-7

B-6

BQ2-1

BQ1-1

B-5A

B-5

B-4

B-3

B-2

B-1

FENDER SYSTEM DETAILS

FENDER SYSTEM ELEVATION

FENDER SYSTEM PLAN



BEAM CRACK SEALER DETAILS AND NOTES

SPALL REPAIR DETAILS

SURFACE FINISH DETAILS

STEEL SPOT COATING LOCATIONS



PLAN AND ELEVATION

GUIDE SIGN WORKSHEET

SIGN LOCATION DETAILS










INDEX OF SHEETS

KEY SHEET

JOHNS PASS BRIDGE


STATE OF

� � �

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L

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LF

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No 36865

III

SPILL

IHP .M SEM

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STATE OF

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No 73365

YR

REBWEN .P SE

MAJ

STATE OF

� � �

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ESNECI

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No 78414

ARAL .

A OCRAM

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:23:51 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0Signst02.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399





SHEET NO.

B-4









DRAWING NO. SHEET DESCRIPTION











JAMES P. NEWBERRY, P.E. NO. 73365

TAMPA, FL 33634

5110 EISENHOWER BLVD, SUITE 310

HARDESTY & HANOVER, LLC.

AR-8

AR-7

AR-6

AR-5

AR-4

AR-3

AR-2

AR-1

BL-1


MARCO A. LARA, P.E. NO. 78414

TAMPA, FL 33634






SHEET NO.








DRAWING NO.


BE-42

BE-41

BE-40

BE-39

BE-38

BE-37

BE-36

BE-35

BE-34

BE-33

BE-32

BE-31

BE-30

BE-29

BE-28

BE-27

BE-26

BE-25

BE-24

BE-23

BE-22

BE-21

BE-20

BE-19

BE-18

BE-17

BE-16

BE-15

BE-14

BE-13

BE-12

BE-11

BE-10

BE-9

BE-8

BE-7

BE-6

BE-5

BE-4

BE-3

BE-2

BE-1

NAVIGATIONAL LIGHTING DETAILS

SUBMARINE CABLE DETAILS

EXISTING MAIN DISCONNECT CABINET DETAILS

PIT ROOM LAYOUT

MACHINERY ROOM LAYOUT

ELECTRICAL ROOM LAYOUT

CONTROL ROOM LAYOUT






















RELAY CONTROL PANEL DETAILS (CP-4)

EXISTING PLC PANEL (CP-1) DETAILS

CONTROL DEVICE DETAILS

MAINTENANCE CONTROL DESK (CP-3) DETAILS

MAINTENANCE CONTROL CONSOLE (CP-3) LAYOUT

EXISTING CONTROL DESK (CP-2) DETAILS

EXISTING CONTROL CONSOLE (CP-2) LAYOUT

SEQUENCE DIAGRAM - CLOSE BRIDGE

SEQUENCE DIAGRAM - OPEN BRIDGE

LIGHTING PANEL (LP-2) SCHEDULE

ELECTRICAL PLAN AND ELEVATION

ELECTRICAL ABBREVIATIONS

ELECTRICAL SYMBOLS & LEGEND

ELECTRICAL NOTES AND SCOPE OF WORK


SHEET DESCRIPTION

LMM 5-20

JWE 5-20

QPO 5-20

JWE 5-20

B1-26

B1-25

B1-24

B1-23

B1-22

B1-21

B1-20

B-4

BM-7

BM-6

BM-5

BM-4

BM-3

BM-2

BM-1

BASCULE PIER PLUMBING DETAILS

BASCULE PIER PLUMBING PLAN & ELEVATION

SPAN LOCK MACHINERY DETAILS

SPAN LOCK MACHINERY PLAN & ELEVATION

LIVE LOAD BEARING ASSEMBLY REPAIRS

MECHANICAL PLAN AND ELEVATION

MECHANICAL GENERAL NOTES


B1-68

B1-67

B1-66

B1-65

B1-64

B1-63

B1-62

B1-61

B1-60

B1-59

B1-58

B1-57

B1-56

B1-55

B1-54

B1-53

B1-52

B1-51

B1-50

B1-49

B1-48

B1-47

B1-46

B1-45

B1-44

B1-43

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

B1-28

B1-27

B-4

B1-80

B1-79

B1-78

B1-77

B1-76

B1-75

B1-74

B1-73

B1-72

B1-71

B1-70

B1-69

ARCHITECTURAL LIGHTING POWER LOGIC SCHEMATIC

TYPICAL PIER

ARCHITECTURAL LIGHTING ELEVATIONS

CONTROL HOUSE


FAR SIDE BASCULE PIER





ARCHITECTURAL LIGHTING OVERALL LAYOUT

LUMINAIR DATA SHEET

LEGEND

RISER DIAGRAM

CCTV PLAN AND DETAILS

BE-54

BE-53

BE-52

BE-51

BE-50

BE-49

BE-48

BE-47

BE-46

BE-45

BE-44

BE-43

JAMES M. PHILLIPS III, P.E. NO. 36865

TAMPA, FL 33634



B1-19

B1-18

B1-17

B1-16

B1-15

B1-14

B1-13

B1-12

B1-11

BQ2-2

BQ1-2

B-4

CONTROL TOWER WINDOW SCHEDULE

CONTROL TOWER DOOR SCHEDULE AND DETAILS

CONTROL TOWER ROOF SECTIONS

CONTROL TOWER TENDER LEVEL ELEVATIONS II

CONTROL TOWER TENDER LEVEL ELEVATIONS I

CONTROL TOWER REHABILITATION PLANS II

CONTROL TOWER REHABILITATION PLANS I

CONTROL TOWER GENERAL NOTES & SYMBOLS

BASCULE SPAN PLAN & ELEVATION




JOHNS PASS BRIDGE


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01/11/2021 15:46:03 PM

FOR PROPOSAL: E7N76

PROPOSAL SUMMARY OF PAY ITEMS

FLORIDA DEPARTMENT OF TRANSPORTATION

LEAD PROJECT : 439565-1-52-01 DISTRICT : 07 COUNTY/SECTION : 15100000

PROJECT(S) : 43956515201, 44812215201 COUNTY : PINELLAS

0001 SUMMARY OF STRUCTURES

SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 43956515201 44812215201 43956515201 BR# 150253 43956515201 BR# 150254 QUANTITY TOTAL

0104- 11- FLOATING TURBIDITY BARRIER LF 1167.000 1167.000

A 0400-143- CLEANING & COATING CONCRETE SURFACE, CLASS 5 SF 56917.000 51380.000 108297.000

T 0401- 70- 3 RESTORE SPALLED AREAS, LATEX MODIFIED MORTAR- ACRYLIC CF 7.800 3.200 11.000

0413-151- METHACRYLATE MONOMER GA 139.000 139.000 278.000

0413-154-METHACRYLATES

CLEANING & SEALING CONCRETE SURFACES - PENETRANT SEALER ORSF 13852.000 13852.000 27704.000

0460- 1- 13 STRUCTURAL STEEL REHAB- BOLTS, NUTS, WASHERS & PLATES LB 846.000 846.000

T 0465- 2-105LOCKS

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION, F&I SPANAS 2.000 2.000 4.000

T 0465- 2-401RECONDITION, SPEED REDUCER & GEAR TRAIN 43956515201

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION,LS 1.000 1.000

T 0465- 2-401RECONDITION, SPEED REDUCER & GEAR TRAIN 43956515201

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION,LS 1.000 1.000

T 0465- 2-508MODIFY, LIVE LOAD SHOES 43956515201

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION, ADJUST/LS 1.000 1.000

T 0465- 2-508MODIFY, LIVE LOAD SHOES 43956515201

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION, ADJUST/LS 1.000 1.000

T 0465- 2-605& DISPOSE-CONTRACTOR OWNS, SPAN LOCKS

MOVABLE BRIDGE MACHINERY & CASTING-REHABILITATION, REMOVEAS 2.000 2.000 4.000

T 0465- 3- 50 MOVABLE BRIDGE COUNTERWEIGHT, ADJUST EA 2.000 2.000 4.000

T 0465- 20-43956515201

MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR(LS) 1.000 1.000

T 0465- 20-43956515201

MOVABLE BRIDGE- PREVENTATIVE MAINTENANCE & ROUTINE REPAIR(LS) 1.000 1.000

T 0465- 21- MOVABLE BRIDGE OPERATOR DA 300.000 300.000

T 0465- 71- 3 MOVABLE BRIDGE FUNCTIONAL CHECKOUT, PHASE C 43956515201 LS 1.000 1.000

T 0465- 71- 3 MOVABLE BRIDGE FUNCTIONAL CHECKOUT, PHASE C 43956515201 LS 1.000 1.000

S 0471- 1- 1 FENDER SYSTEM,PLASTIC MARINE LUMBER,REINFORCED MB 4.300 4.300

S 0471- 1- 2 FENDER SYSTEM,PLASTIC MARINE LUMBER, NON-REINFORCED MB 0.900 0.900

T 0508- 4-43956515201

MOVABLE BRIDGE ELECTRICAL EQUIPMENT, REHABILITATIONLS 1.000 1.000

T 0508- 4-43956515201

MOVABLE BRIDGE ELECTRICAL EQUIPMENT, REHABILITATIONLS 1.000 1.000

T 0508- 77- 1 MOVABLE BRIDGE-REHAB,PROGRAMMABLE LOGIC CONTROLLER F&I EA 1.000 1.000

T 0508- 77- 5PROGRAMMING

MOVABLE BRIDGE-REHAB,PROGRAMMABLE LOGIC CONTROLLEREA 1.000 1.000

T 0508- 78- 143956515201

MOVABLE BRIDGE-REHAB, LIMIT SWITCHES & TRANSDUCERS F&ILS 1.000 1.000

T 0508- 78- 143956515201

MOVABLE BRIDGE-REHAB, LIMIT SWITCHES & TRANSDUCERS F&ILS 1.000 1.000

T 0508- 78- 443956515201

MOVABLE BRIDGE-REHAB, LIMIT SWITCHES & TRANSDUCERS REMOVELS 1.000 1.000

T 0508- 78- 443956515201

MOVABLE BRIDGE-REHAB, LIMIT SWITCHES & TRANSDUCERS REMOVELS 1.000 1.000

T 0508- 79- 1 MOVABLE BRIDGE-REHAB,CONTROL CONSOLE, F&I EA 1.000 1.000

T 0512- 1- 1 MOVABLE BRIDGE-CONTROL HOUSE, RENOVATE 43956515201 LS 1.000 1.000

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:24:00 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0SumOfPayItems01.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


B-5


JOHNS PASS BRIDGE


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01/11/2021 15:46:03 PM

FOR PROPOSAL: E7N76





0001 SUMMARY OF STRUCTURES

SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 43956515201 44812215201 43956515201 BR# 150253 43956515201 BR# 150254 QUANTITY TOTAL

T 0512- 71- 1 MOVABLE BRIDGE PLUMBING SYSTEM, FURNISH & INSTALL EA 1.000 1.000

0561- 1- COATING EXISTING STRUCTURAL STEEL 43956515201 (LS) 1.000 1.000

0561- 1- COATING EXISTING STRUCTURAL STEEL 43956515201 (LS) 1.000 1.000

T 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 245.000 245.000

0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 200.000 200.000 400.000

0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 200.000 200.000 400.000

0715- 1- 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 5400.000 5400.000 10800.000

0715- 7- 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 1.000 1.000 2.000

0715- 11-225MOUNT

LUMINAIRE, F&I- REPLACE EXISTING LUMINAIRE, ROADWAY, WALLEA 15.000 12.000 27.000

01/11/2021 15:46:03 PM

FOR PROPOSAL: E7N76





0002 SUMMARY OF ROADWAY

SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 43956515201 44812215201 QUANTITY TOTAL

0101- 1- MOBILIZATION 43956515201 LS 1.000 1.000

0102- 1- MAINTENANCE OF TRAFFIC 43956515201 (LS) 1.000 1.000

0102- 14- TRAFFIC CONTROL OFFICER HR 1320.000 1320.000

0102- 60- WORK ZONE SIGN ED 8410.000 8410.000

0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 28082.000 28082.000

0102- 74- 8CHANNELIZING DEVICE)

CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINALFD 4960.000 4960.000

0102- 75- 1 TEMPORARY SEPARATOR, F&I REMOVE LF 309000.000 309000.000

0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 360.000 360.000

0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 388.000 388.000

0102-115- TYPE III BARRICADE ED 600.000 600.000

0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID 43956515201 LS 1.000 N 1.000

01/11/2021 15:46:03 PM

FOR PROPOSAL: E7N76





0003 SUMMARY OF SIGNING


0700- 1- 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 6.000 6.000

01/11/2021 15:46:03 PM

FOR PROPOSAL: E7N76





0004 SUMMARY OF LIGHTING


0101- 1- MOBILIZATION 44812215201 LS 1.000 1.000

0102- 1- MAINTENANCE OF TRAFFIC 44812215201 (LS) 1.000 1.000

0102- 60- WORK ZONE SIGN ED 4080.000 4080.000

0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 6720.000 6720.000

0102- 74- 8CHANNELIZING DEVICE)

CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINALFD 480.000 480.000

0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 120.000 120.000

0102-115- TYPE III BARRICADE ED 240.000 240.000

0639- 3- 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 5.000 5.000

0639- 3- 60REMAIN

ELECTRICAL SERVICE DISCONNECT, REMOVE- POLE OR CABINET TOEA 5.000 5.000

0715- 4- 70 LIGHT POLE COMPLETE, REMOVE POLE AND FOUNDATION EA 8.000 8.000

0715- 4- 71 LIGHT POLE COMPLETE, REMOVE POLE, FOUNDATION REMAINS EA 20.000 20.000

0715- 7- 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 2.000 2.000

0715-500- 1CONVENTIONAL

POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL,EA 28.000 28.000

P 0715-510-230FOUNDATION, GALVANIZED STEEL, 30'

LIGHT POLE- SPECIAL DESIGN, F&I NEW POLE ON EXISTINGEA 20.000 20.000

T 0715-511-230SHOULDER MOUNT, GALVANIZED STEEL, 30'

LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, SINGLE ARMEA 8.000 8.000

0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 1.000 N 1.000

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:24:10 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0SumOfPayItems02.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


B-6


JOHNS PASS BRIDGE


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$DATE$$USER$ $FILE$$TIME$

439565-1-52-01 PINELLAS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA


SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490

225 E. ROBINSON ST.,


P.E. NO. 87097

SHAHRIAR MAHMOOD, P.E.

BQ-1

(1 OF 6)

SUMMARY OF QUANTITIES

PAY ITEM NOTES:

SUMMARY OF LUMP SUM ITEMS

NO.

PAY ITEMPAY ITEM DESCRIPTION

QUANTITY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

0101-1 MOBILIZATION 1

Pay Item.

with the fender system repairs shall be incidental to this

including all tools, work, hardware and materials associated

5. Pay Item No. 460-1-13: Payment for structural steel rehab

be included.

couplers are substituted for lap splices, their costs are to

include demolition of high strength materials. If mechanical

reinforcing steel and mesh incidental to this work. This may

including but not limited to, demolition, latex modified mortar,

includes all tools, work, reinforcing steel, etc., and materials

4. Pay Item No. 401-70-3: Payment for concrete spall repairs

cleaning and coating.

removal of tiles and incidental items associated with concrete

concrete surface, Class 5 includes all tools, labor, materials,

3. Pay Item No. 400-143: Payment for cleaning and coating

navigation lights shall be incidental to this Pay Item.

maintaining navigation lights including providing temporary

2. Pay Item No. 102-1: Payment for boat TTCP sign and for

to this Pay Item.

boat(s) for the Engineer and FDOT representatives is incidental

1. Pay Item No. 101-1: Payment to furnish, operate and maintain

SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS (BRIDGE NO. 150253)

NO.

PAY ITEMPAY ITEM DESCRIPTION UNIT

PHASE I PHASE IITOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL

DAYS P P DAYS P P P F

102-1 MAINTENANCE OF TRAFFIC LS 1

Days

240 Total Construction

300 Total Contract Days

102-14 TRAFFIC CONTROL OFFICER HR

102-60 WORK ZONE SIGN ED 40 22 880 10 8 80 960

102-74-1LCD

CHANNELIZING DEVICE-TYPES I, II, DI, VP, DRUM, ORED 40 86 3496 10 75 750 4246

protection.

for 14 days advance PCMS

Additional devices added

102-75-1 TRAFFIC SEPARATOR, F&I REMOVE LF

102-76 ARROW BOARD/ADVANCE WARNING ARROW PANEL ED 40 1 40 10 1 10 50

102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 54 1 54 10 1 10 64

102-115 TYPE III BARRICADE ED

SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS (BRIDGE NO. 150254)

NO.


PHASE III PHASE IVTOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION


DAYS P P DAYS P P P F

102-1 MAINTENANCE OF TRAFFIC LS 1 1

Days



102-14 TRAFFIC CONTROL OFFICER HR

102-60 WORK ZONE SIGN ED 60 22 1320 10 7 70 1390

102-74-1LCD

CHANNELIZING DEVICE-TYPES I, II, DI, VP, DRUM, ORED 60 75 4556 10 68 680 5236

protection.

for 14 days advance PCMS

Additional devices added

102-75-1 TRAFFIC SEPARATOR, F&I REMOVE LF

102-76 ARROW BOARD/ADVANCE WARNING ARROW PANEL ED 60 1 60 10 1 10 70

102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 74 1 74 10 1 10 84

102-115 TYPE III BARRICADE ED

steel in the machinery areas is incidental to this Pay Item.

7. Pay Item No. 561-2: Payment to clean and coat the structural

existing condition and configuration prior to installation.

well as detail design and associated field review to determine the

and all other work as needed to install conduit, wire, supports, as

shall be included with this Pay Item. This includes coring, drilling,

bridge and to interface the new controls with the existing equipment

supporting devices, lighting for electrical system installation on the

cable seals, devices, boxes, terminal blocks, electrical identification,

wiring, main circuit breaker, navigation lighting system, submarine

Pay Item No. 508-4: Payment to furnish and install new conduit, 6.

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439565-1-52-01 PINELLAS


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490



P.E. NO. 87097


BQ-2 (2 OF 6)

SUMMARY OF QUANTITIES

SUMMARY OF PEDESTRIAN LONGITUDINAL CHANNELING DEVICES

PHASE

CONST.LOCATION

SIDE LENGTH DAYS

QUANTITY

NOTES

DESIGN

REMARKS

CONSTRUCTION0102 74 8

STA. TO STA.FD

P F

I & V NA 8 100 800 LCD-1 (SEE SHEET B-13) (40 & 60 days for Phase I & V)

I & V NA 8 100 800 LCD-2 (SEE SHEET B1-13) (40 & 60 days for Phase I & V)

III & VI NA 8 120 960 LCD-3 (SEE SHEET B1-16) (60 & 60 days for Phase III & VI)



SUB-TOTAL: 4960

TOTAL: 4960

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

B-24

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 6 6 6

PAY ITEM NOTES (CONT'D):

SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS

NO.


150253)

PHASE V (BRIDGE NO.

150254)

PHASE VI (BRIDGE NO.

TOTALTOTAL

GRAND

NOTES

DESIGN

REMARKS

CONSTRUCTION


DAYS P P DAYS P P P F P F

102-1 MAINTENANCE OF TRAFFIC LS 1

Days



102-14 TRAFFIC CONTROL OFFICER HR 60 11 660 60 11 660 1320 1320 1 Officer/11 hrs per day

102-60 WORK ZONE SIGN ED 60 48 2880 60 53 3180 6060 8410

102-74-1LCD

CHANNELIZING DEVICE-TYPES I, II, DI, VP, DRUM, ORED 60 150 9000 60 160 9600 18600 28082

102-75-1 TRAFFIC SEPARATOR, F&I REMOVE LF 60 2400 144000 60 2750 165000 309000 309000 Counted for 60 days

102-76 ARROW BOARD/ADVANCE WARNING ARROW PANEL ED 60 2 120 60 2 120 240 360

102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 60 2 120 60 2 120 240 388

102-115 TYPE III BARRICADE ED 60 5 300 60 5 300 600 600

No. BE-46 for additional information.

with 316 Stainless Steel Mounting Hardware. Refer to Dwg.

new LED architectural lights in existing luminaire locations

hardware. Payment also includes furnishing and installing

existing high pressure sodium luminaires and associated

Luminaire, Roadway, Wall Mount. Payment includes removing

11. Pay Item No. 715-11-225 - Luminaire, F&I, Replace Existing

Refer to Dwg. No. BE-54 for additional information.

associated miscellaneous components in existing load centers.

breakers, fuses, fuse holders, conductors, terminal blocks, and

Voltage. Payment includes furnishing and installing new circuit

10. Pay Item No. 715-7-21 - Load Center, Rework, Secondary

Lighting Plans for locations and additional information.

item required when spare conduit is not available. Refer to

9. Pay Item No. 630-2-12 - Conduit, F&I, Directional Bore - Pay

to Lighting Plans for locations and additional information.

required when spare open trench conduit is not available. Refer

8. Pay Item No. 630-2-11 - Conduit, F&I, Open Trench - Pay item

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:24:32 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0SumOfQuantities02.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


BQ1-1


BRIDGE NOS. 150253

JOHNS PASS BRIDGE


SUMMARY OF STRUCTURE QUANTITIES - BRIDGE 150253

SECTIONNO.

PAY ITEMPAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

SUBSTRUCTURE

104-11 Floating Turbidity Barrier Fender System LF 1,167 1,167

400-143Class 5

Cleaning & Coating Concrete Surface,

Bascule Pier Walls SF 13,317 56,917

Approach Piers SF 5,791

End Bents SF 688

Control House SF 5,537

Prestressed Beams SF 9,533

Traffic Barriers SF 13,045

Concrete Parapet SF 6,231

Overhangs SF 2,775

401-70-3Mortar - Acrylic

Restore Spalled Areas, Latex Modified

No.

BridgeElement

(ft)

Length

(ft)

Width

(ft)

Depth

150253

south corner

Beam 1-5 at Abutment 1 bottom0.83 0.42 0.42 CF 0.140 7.8

exterior walls

intermittently throughout

Bascule Piers 3 and 4

32 0.5 0.33 CF 5.280

of Bascule Pier 3

Left Ped. Railing Parapet 30ft. N1 0.5 0.33 CF 0.170

intermittently throughout

West Traffic Barrier12 0.5 0.33 CF 1.980

1st steel post

concrete post at the base of the

Left parapet adjacent to the 4th

0.83 0.25 0.33 CF 0.070

1st steel post

concrete post at the base of the

Left parapet adjacent to the 5th

1 0.25 0.33 CF 0.080

south corner on the west side

south of Abutment 1 in the top

MSE Wall - Second bottom panel

0.67 0.25 0.33 CF 0.060

413-151 Methacrylate Monomer All Bulb T-78 Beam 20 ft from Ends GA 139 139MX-30

Utilize only Sealate T-70

413-154Penetrant Sealer or Methacrylates

Cleaning & Sealing Concrete Surfaces -All Bulb T-78 Beam 20 ft from Ends SF 13,852 13,852

460-1-13& Washer Assemblies

Structural Steel Rehab - Screws, BoltsLower Wale LB 846 846

471-1-1Reinforced

Fender System, Plastic Marine Lumber,Lower Wale MB 4.3 4.3

471-1-2Non-Reinforced

Fender System, Plastic Marine Lumber,Wale Spacer Blocks MB 0.9 0.9

561-1 Coating Existing Structural Steel Bascule Span, Steel handrails and guardrails LS 1 1

4913.8 SF

Handrails Approx.

drawings

686.9 TN per exist.

Bascule Span Approx.

EXISTING STRUCTURAL STEEL

561-2 Coating Existing Structural Steel Machinery Room SF 245 245Coating Locations

See Sheet B1-3A for Spot

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS

jnewberry 1/11/2021 10:41:17 AM G:\Projects\3879 Johns Pass Rehabilitation\CADD\43956515201\struct\B1SumofQuantities01_HH.DGN


STATE OF FLORIDA

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15-2

3.0

04,

F.A.C.

439565-1-52-01

SUMMARY OF QUANTITIES (4 OF 6) QPO 04-20

04-20QPO

BQ1-2

JPN 12-20

FOR PAY ITEM NOTES, SEE SHEET NO. BQ-1.

NOTE:

JPN 12-20

BRIDGE NO. 150253

JOHNS PASS BRIDGE


HARDESTY & HANOVER, LLC


TAMPA, FLORIDA 33634

JAMES P. NEWBERRY, P.E.

P.E. LICENSE NUMBER 73365

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE NO. 150253

SECTIONNO.


QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

MECHANICAL

MOVEABLE BRIDGE/

0465-2-105REHABILITATION, FURNISH & INSTALL, SPAN LOCKS

MOVABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 AS 2 2

INCLUDING TEMPORARY SPAN LOCKS.

LOCK GUIDES AND RECEIVERS,

FURNISH AND INSTALL NEW SPAN

0465-2-401

TRAIN

REHABILITAION, RECONDITION SPEED REDUCER & GEAR

MOVEABLE BRIDGE MACHINERY & CASTING -

BASCULE SPAN 3 LS 1 1

LEAF. REFILL WITH NEW OIL.

SPEED REDUCER ON NEAR ADJACENT

REPLACE SEALS AND FLUSH EXISTING

0465-2-508REHABILITAITON, ADJUST/MODIFY, LIVE LOAD SHOES

MOVEABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 LS 1 1 ADJUST FOR DECK ALIGNMENT.

0465-2-605REHABILITAITON, REMOVE AND DISPOSE, SPAN LOCKS

MOVEABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 AS 2 2

AND RECEIVERS.

REMOVE EXISTING SPAN LOCK GUIDES

0465-3-50 MOVEABLE BRIDGE - COUNTERWEIGHT, ADJUST BASCULE SPAN 3 EA 2 2

0465-20ROUTINE REPAIR

MOVEABLE BRIDGE - PREVENTATIVE MAINTENANCE &BASCULE SPAN 3 LS/DA 1/300 1/300

(300 DAYS).

CONTRACTOR ROUTINE MAINTENANCE

0465-21 MOVEABLE BRIDGE OPERATOR BASCULE SPAN 3 DA 300 300 CONTRACTOR BRIDGE OPERATION.

0465-71-3COMPLETE

MOVEABLE BRIDGE FUNCTIONAL CHECKOUT, PHASE C,BASCULE SPAN 3 LS 1 1

ELECTRICAL

MOVEABLE BRIDGE/

0508-4REHABILITATION

MOVEABLE BRIDGE ELECTRICAL EQUIPMENT -BASCULE SPAN 3 LS 1 1

ELECTRICAL SYSTEM.

INCLUDES REHAB OF BASCULE SPAN 3

0508-77-1CONTROLLER F&I

MOVEABLE BRIDGE - REHAB, PROGRAMMABLE LOGICBASCULE SPAN 3 EA 1 1

EQUIPMENT.

INSTALL NEW PLC AND ASSOCIATED

0508-77-5CONTROLLER PROGRAMMING F&I

MOVEABLE BRIDGE - REHAB, PROGRAMMABLE LOGICBASCULE SPAN 3 EA 1 1 PROGRAM NEW PLC.

0508-78-1TRANSDUCERS F&I

MOVEABLE BRIDGE - REHAB, LIMIT SWITCHES &BASCULE SPAN 3 LS 1 1

SWITCHES & TRANSDUCERS.

FURNISH & INSTALL NEW LIMIT

0508-78-4TRANSDUCERS REMOVE


LIMIT SWITCHES & TRANSDUCERS.

REMOVE AND DISPOSE EXISTING

0508-79-1 MOVEABLE BRIDGE - REHAB, CONTROL CONSOLE, F&I BASCULE SPAN 3 EA 1 1CONSOLE.

FURNISH & INSTALL NEW CONTROL

CONTROL HOUSE

MOVEABLE BRIDGE/

0512-1-1 MOVEABLE BRIDGE - CONTROL HOUSE, RENOVATE BASCULE SPAN 3 LS 1 1

HOUSE ROOF.

EXTERIOR DOORS. REPAIR CONTROL

GLAZING AND CONTROL LEVEL

REPLACE CONTROL HOUSE WINDOW

0512-71-1 MOVEABLE BRIDGE PLUMBING SYSTEM, F&I BASCULE SPAN 3 EA 1 1

BASCULE PIER AT MACHINERY LEVEL.

WATER LINE WITHIN FAR ADJACENT

FURNISH & INSTALL NEW POTABLE

LIGHTING

MOVABLE BRIDGE/

0630-2-11 CONDUIT, F&I OPEN TRENCH LF 200 200/ARCHITECTURAL LIGHTS

NEW CONDUITS FOR ACCENT

0630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 200 200/ARCHITECTURAL LIGHTS


0715-1-12 LIGHTING CONDUCTORS, (F&I) (INSULATED NO. 8-6) LF 5,400 5,400/ARCHITECTURAL LIGHTS

NEW CONDUCTORS FOR ACCENT

0715-7-21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 1 1ACCENT/ARCHITECTURAL LIGHTS

REWORK EXIST. LOAD CENTERS FOR

0715-11-225ROADWAY, WALL MOUNT

LUMINAIRE, F&I, REPLACE EXISTING LUMINAIRE,

INT. PIERS 2 & 5

BASCULE PIERS 3 & 4,EA 15 15

(PIER-MOUNTED)

NEW ACCENT/ARCHITECTURAL LIGHTS

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G15-23.004,

F.

A.

C.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:24:39 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0SumOfQuantities04.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


BQ2-1


BRIDGE NOS. 150254

JOHNS PASS BRIDGE


SUMMARY OF STRUCTURE QUANTITIES - BRIDGE 150254

SECTIONNO.


QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

400-143Class 5

Cleaning & Coating Concrete Surface,

Bascule Pier Walls SF 13,317 51,380

Approach Piers SF 5,791

End Bents SF 688

Prestressed Beams SF 9,533

Traffic Barriers SF 13,045

Concrete Parapet SF 6,231

Overhangs SF 2,775

401-70-3Mortar - Acrylic

Restore Spalled Areas, Latex Modified

No.

BridgeElement

(ft)

Length

(ft)

Width

(ft)

Depth3.2

150254

Bottom Flange

Beam 1-5 over Bent 2, East Face,1.67 0.75 0.33 CF 0.410

bottom flange

Beam 4-4 over Bent 5, north face,2 1.17 0.33 CF 0.780

bottom flange

Beam 4-5 over Bent 5, north face,2 1.17 0.33 CF 0.780

above the grout keyway

footing, 17ft. S of the NE edge

Bascule Pier 3 E face at top of

2 0.92 0.33 CF 0.610

keyway

Bascule Pier 4 NE Corner at the2 0.83 0.33 CF 0.550

corner

corner block top southwest

MSE Wall at Abutment 1, east

0.33 0.42 0.33 CF 0.050

top north corner

2nd row from the bottom panel

MSE Wall at Abutment 1, east face

0.58 0.33 0.33 CF 0.060

413-151 Methacrylate Monomer All Bulb T-78 Beam 20 ft from Ends GA 139 139MX-30

Utilize only Sealate T-70

413-154Penetrant Sealer or Methacrylates

Cleaning & Sealing Concrete Surfaces -All Bulb T-78 Beam 20 ft from Ends SF 13,852 13,852

561-1 Coating Existing Structural Steel Bascule Span, Steel handrails and guardrails LS 1 1

4564.5 SF

Handrails Approx.

drawings

683.3 TN per exist.

Bascule Span Approx.

EXISTING STRUCTURAL STEEL

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS

jnewberry 1/11/2021 10:41:24 AM G:\Projects\3879 Johns Pass Rehabilitation\CADD\43956515201\struct\B1SumofQuantities02_HH.DGN


STATE OF FLORIDA

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DIGIT

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15-2

3.0

04,

F.A.C.

439565-1-52-01

SUMMARY OF QUANTITIES (6 OF 6) QPO 04-20

04-20QPO

BQ2-2

JPN 12-20

FOR PAY ITEM NOTES, SEE SHEET NO. BQ-1.

NOTE:

JPN 12-20

BRIDGE NO. 150254

JOHNS PASS BRIDGE


HARDESTY & HANOVER, LLC


TAMPA, FLORIDA 33634

JAMES P. NEWBERRY, P.E.

P.E. LICENSE NUMBER 73365

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE NO. 150254

SECTIONNO.


QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

MECHANICAL

MOVEABLE BRIDGE/

0465-2-105REHABILITATION, FURNISH & INSTALL, SPAN LOCKS

MOVABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 AS 2 2

INCLUDING TEMPORARY SPAN LOCKS.

LOCK GUIDES AND RECEIVERS,

FURNISH AND INSTALL NEW SPAN

0465-2-401

TRAIN

REHABILITAION, RECONDITION SPEED REDUCER & GEAR

MOVEABLE BRIDGE MACHINERY & CASTING -

BASCULE SPAN 3 LS 1 1

LEAF. REFILL WITH NEW OIL.

SPEED REDUCER ON NEAR ADJACENT

REPLACE SEALS AND FLUSH EXISTING

0465-2-508REHABILITAITON, ADJUST/MODIFY, LIVE LOAD SHOES

MOVEABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 LS 1 1 ADJUST FOR DECK ALIGNMENT.

0465-2-605REHABILITAITON, REMOVE AND DISPOSE, SPAN LOCKS

MOVEABLE BRIDGE MACHINERY & CASTING -BASCULE SPAN 3 AS 2 2

AND RECEIVERS.

REMOVE EXISTING SPAN LOCK GUIDES

0465-3-50 MOVEABLE BRIDGE - COUNTERWEIGHT, ADJUST BASCULE SPAN 3 EA 2 2

0465-20ROUTINE REPAIR

MOVEABLE BRIDGE - PREVENTATIVE MAINTENANCE &BASCULE SPAN 3 LS/DA 1/300 1/300

(300 DAYS).

CONTRACTOR ROUTINE MAINTENANCE

0465-71-3COMPLETE

MOVEABLE BRIDGE FUNCTIONAL CHECKOUT, PHASE C,BASCULE SPAN 3 LS 1 1

ELECTRICAL

MOVEABLE BRIDGE/

0508-4REHABILITATION

MOVEABLE BRIDGE ELECTRICAL EQUIPMENT -BASCULE SPAN 3 LS 1 1

ELECTRICAL SYSTEM.

INCLUDES REHAB OF BASCULE SPAN 3

0508-78-1TRANSDUCERS F&I


SWITCHES & TRANSDUCERS.

FURNISH & INSTALL NEW LIMIT

0508-78-4TRANSDUCERS REMOVE


LIMIT SWITCHES & TRANSDUCERS.

REMOVE AND DISPOSE EXISTING

LIGHTING

MOVABLE BRIDGE/

0630-2-11 CONDUIT, F&I OPEN TRENCH LF 200 200/ARCHITECTURAL LIGHTS


0630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 200 200/ARCHITECTURAL LIGHTS


0715-1-12 LIGHTING CONDUCTORS, (F&I) (INSULATED NO. 8-6) LF 5,400 5,400/ARCHITECTURAL LIGHTS

NEW CONDUCTORS FOR ACCENT

0715-7-21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 1 1ACCENT/ARCHITECTURAL LIGHTS

REWORK EXIST. LOAD CENTERS FOR

0715-11-225ROADWAY, WALL MOUNT

LUMINAIRE, F&I, REPLACE EXISTING LUMINAIRE,

INT. PIERS 2 & 5

BASCULE PIERS 3 & 4,EA 12 12

(PIER-MOUNTED)

NEW ACCENT/ARCHITECTURAL LIGHTS

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G15-23.004,

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01

LMarzilli 1/11/2021 4:24:49 PM T:\Tampa\Projects\581660.09\600_CADD\43956515201\struct\B\B0GeneralNotes01.dgn


STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


GENERAL NOTES

C. SPECIFICATIONS:

A. PROJECT LOCATION:

D. ENVIRONMENTAL CLASSIFICATION:

E. MATERIALS:

F. CONCRETE COVER:

J. MISCELLANEOUS NOTES:

I. DIMENSIONS:

B-6


B. SCOPE OF WORK FOR BRIDGE NOS. 150253 AND 150254:

H. REGULATIONS:

Extremely aggressive

G. POLLUTION PREVENTION:

the vicinity.

9. Coordinate work with all other Contractors working on FDOT, Pinellas County or other projects in

includes boats with operators per Standard Specifications 5-9.1.

8. Always provide safe access to all work areas for FDOT representatives and CEI inspectors. This

7. Parking of equipment on the bascule bridge sections is prohibited.

to the Department.

Contractor's operation, the Contractor shall be held liable for the repair of such damage at no cost

6. In the event that any damage occurs to private or State property, including vehicles, as a result of

5. Clean and remove all debris from the project site on a daily basis.

activities without prior approval of the Engineer.

4. Do not tie or place upon any part of the existing bridge, equipment or material during construction

repair operations. Temporary lighting shall be included as needed.

operation, navigation lights, navigation horns, or signs except as specified in the Contract Plans for

3. Work methods shall not obstruct or interfere with the operation of the bascule leaf openings, general

and replace them in a manner suitable to the Engineer immediately after repair operations.

2. Prior to repair operations, remove and maintain on site, any signs that may be affected by construction

landside of the bridge.

1. Secure equipment properly and away from the bridge during severe weather or when unattended on the

materials. Bring any discrepancy to the Engineer's attention in writing immediately after discovery.

all existing field conditions shown on the drawings prior to start of construction and ordering of

1. Dimensions shown in the Plans were taken from existing drawings and spot checked in the field. Verify

Credential (TWIC). Those not having a TWIC card will be asked to leave the bridge.

8. All Contractor personnel are required to have and carry a current Transportation Worker Identification

in advance.

vertical clearance in the channel require approval from U.S.C.G. and the Engineer a minimum of 60 days

7. There shall be no changes to vertical clearance without prior approval from the U.S.C.G. Any changes to

prior approval from Engineer.

6. All bridge openings shall be for water vessels and no construction related opening is allowed without

to be closed to marine traffic, request approval from the Engineer and the U.S.C.G. 60 days in advance.

not permitted unless approval is given by U.S.C.G. and Engineer. In the event that the channel needs

equipment in channel. Allow single leaf operation of both bridges at all times. Closing the channel is

5. Request a notice to mariners from the U.S.C.G. to be published 60 days prior to placement of floating

remain operational during construction.

4. Navigation lights, lightning protection, signs, under deck lights and all utilities must be protected and

3. Immediately remove debris that falls in the water at the Contractor's own expense.

work area for deployment in the event of an accidental spill.

construction and as required for inspection. Maintain appropriate skimmers and absorbant materials at

times when personnel are present over water. This boat is in addition to the waterborne craft used for

& 7 Structures Maintenance Office (DSMO) at (813) 612-3355. An emergency boat shall be on site at all

2. All waterborne crafts shall display FDOT logo flag. FDOT logo flag is available from the FDOT District 1

at the U.S.C.G. Sector St. Petersburg, Ports and Waterways Branch at (813) 228-2191 Ext. 8105.

Specifications 7-8 Structures over Navigable Waters and 561-4 Quality Control. Contact Lt. Clark Sanford

1. Prior to beginning work, notify the United States Coast Guard (U.S.C.G.), in accordance with Standard

contact the Engineer immediately.

(including suspected asbestos) release may occur, or if contaminated soil/groundwater is encountered,

1. Prevent non-stormwater discharge into surface waters. If a spill does occur or if a hazardous material

Concrete repair = 2"

Plans, the following concrete covers shall be used:

as "minimum cover". See FDOT Specifications for allowable tolerance. Unless otherwise shown in the

1. Concrete cover shown in the Plans does not include placement or fabrication tolerance unless shown

" diameter unless noted otherwise.85 ASTM F1554 Grade 36 with

otherwise noted. Washers shall be per ASTM F436 and nuts per ASTM A563. Anchor bolts shall be

" diameter, unless214. All bolts shall conform to ASTM A325 Type 1, galvanized with typical size of

3. No field welding is permitted, except as shown in these Plans. Welding electrodes shall be E70xx.

ASTM A123, unless noted otherwise.

a. All structural steel shall be in accordance with ASTM A709, Grade 50 and hot dip galvanized per

2. Structural Steel:

1. Reinforcing steel shall be uncoated (black) ASTM A615 Grade 60.

Superstructure: Extremely aggressive

Substructure:

3. FDOT Structures Manual (January 2020).

2. AASHTO LRFD Movable Highway Bridge Design Specifications (2007, 2nd edition and approved Interims).

Specifications (8th edition 2017) with all applicable interims.

1. American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge Design

17. For more detailed moveable span Scope of Work, see Sheet B1-11 (Dwg. No BL-1).

16. Replace fire alarm panel.

15. Replace CCTV system.

14. Replace architectural lighting.

13. Replace navigational clearance lights.

fully close limit switches.

12. Replace main circuit breaker, submarine cable seals, sump pump switch and receptacle and

11. Furnish and install new control console.

10. Replace PLC system and install relay backup system.

9. Install new potable waterline to far adjacent bascule pier.

8. Adjust live load shoes and repair primary reducers.

7. Remove and recondition span locks.

6. Install new sign assemblies.

5. Perform control house window, door and roof repairs.

4. Repair spalls in concrete.

3. Seal beam ends.

bent wing walls and cheek walls, exterior faces of bascule pier and control tower.

the barrier and parapet, outside face of the slab, outside face of exterior beams, outside face of end

2. Clean and apply protective coating to side and bottom faces of pier caps, approach piers, all faces of

1. Clean and apply protective coating to bascule span structural steel, steel railings and steel handrails

over Johns Pass.

This project consists of repair and rehabilitation work on Bridge Nos. 150253 and 150254 - SR 699

JOHNS PASS BRIDGE


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LE 61

G15-23.004,

F.

A.

C.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01



STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


GENERAL NOTES

B-7


M. STEEL PAINTING:

L. UTILITY LOCATIONS:

K. STAGING AND STORAGE AREAS:

ix.

viii.

vii.

vi.

v.

iv.

iii.

ii.

i.

iv.

iii.

ii.

i.

vii.

vi.

v.

iv.

iii.

ii.

i.

vi.

v.

iv.

iii.

ii.

i.

surface profile of 1.5 mils.

Spot clean to SSPC SP11 Power Tool Cleaning to Bare Metal rusted areas with a minimum

Pressure wash all steel to remove debris and foreign materials.

tool cleaned, primed and top coated.

b. The work on the machinery area includes having the existing coating in rusted areas spot power

steel exhibiting pitting.

Apply an additional stripe coat of the epoxy intermediate coat to any areas of structural

existing acrylic system that remains.

Use a 100% solids epoxy penetrating sealer as a tie coat between the new system and the

before applications of next coat.

compatibility statement from the manufacturer including when to apply and how long to cure

Apply caulking to the required areas per the manufacturer's instructions. Provide

Apply clear coating to outside fascia beams only.

stripe coat and polyurethane clear coat. Provide contrasting colors for all coats.

epoxy intermediate coat, epoxy stripe coat, pigmented polyurethane coat, polyurethane

Provide a new four-coat system to include an inorganic zinc rich primer, prime stripe coat,

Cleaning, by abrasive blast cleaning.

Provide surfaces complying with requirements of SSPC SP 10, Near White Metal Blast

Mechanical Removal of Surface Defects.

Remove pack rust prior to pressure washing per the requirements of Section 561-6.2

surface preparation and overspray from coating applications.

Utilities are not to be cleaned and painted and shall be protected from damage during

access or inaccessible, which would prevent cleaning and painting per the contract document.

Submit a written procedure for cleaning and coating surfaces that are considered hard to

existing color.

a. Remove and replace the existing coating system on the structural steel of bascule span. Match

Specifications Sections 560, 561 and as indicated below:

1. Clean and paint all structural steel, handrail, steel curbs and machinery in accordance with FDOT Standard

the work.

4. The Contractor is responsible for ensuring that no damage occurs to the existing utilities as a result of

during construction.

3. Utilities shall remain unless otherwise noted. The exact location shall be determined by the Contractor

2. The locations of the utilities shown in the Plans should be considered approximate only.

1. Above ground or underground utilities may be in the area of this project.

to the Department.

then returned to original condition at the end of the project at the Contractor's expense and at no cost

for approval. Any FDOT right-of-way used by the Contractor must be maintained by the Contractor and

1. Any proposed staging or storage area changes in FDOT right-of-way shall be submitted to the Engineer

allowance as calculated per SSPC TU 7.

lead of 0.15 micrograms/cubic meter over a 90-day period NAAQS for lead or the daily adjusted

b. Control emissions from the containment area to prevent exceeding the Total Suspended Particulate

a. Water mist from pressure washing is not considered visible emissions.

3. Ambient Air Quality and Protection of Air:

level of 3A per ASTM D3359 Tape Test Adhesion after seven days of application.

repairs and overcoating. Include procedures to apply test areas to verify adhesion to a

Procedures of testing coating for generic resin identification in areas designated for spot

Repair procedures for deficient or defective surface preparation and coating applications.

attachment points.

Procedures for preparation and coating of hard to access areas including containment

QC inspection standards and instruments.

Receipt, distribution, and revisions of project documents.

Company's organization chart defining individual responsibilities.

Site-Specific QC Plan:

inspection used for verification of contract requirements. In addition, include the following in the

Contract Documents. Accompany all the FDOT Standard Specification Section numbers with all

d. Provide a Site-Specific QC Plan that includes written methods to verify the requirements in the

all personnel.

painting is certified by SSPC as a QP1 and QP2 Contractor. Provide certifications and records of

c. Provide records and certifications showing the contractor performing the surface preparation and

clean, chalk and soil free surface.

approval. Match the appearance of the pigmented coat with the existing color of the bridge on a

b. Submit three (3) color coupons for each of the polyurethane pigmented coat to the Engineer for

compatible with the coatings to be used. Use only one coating manufacturer for the entire project.

utilized on the project. Submit a letter from the coating Manufacturer stating the caulk is

a. Manufacturers Product Data Sheets (PDS) and Safety Data Sheets (SDS) for all materials to be

addition to submittal requirements of Section 561 provide the following submittals:

The written approval of the submittals by the Engineer is necessary prior to construction operations. In

2. Submittals:

Base the coating system on the coating manufacturer's recommendation.

Apply one coat of Acrylic to match the existing coating.

Apply full coat of universal primer.

Apply one spot coat of an epoxy mastic primer of at least 80% volume of solids.

Cleaning.

Spot power tool clean all red rust areas to SSPC SP15 Commercial Grade Power Tool

the approval of the Engineer.

Protect or remove the Stainless Steel cables for cleaning and painting the handrails with

Protect all surfaces not on the plans for cleaning and painting.

c. The work in the handrails and steel barriers includes cleaning and coating:

Apply two spot coats of an acrylic coating to match the existing color.

Apply spot primer of Inorganic Zinc Rich coating to cleaned areas.

JOHNS PASS BRIDGE


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G15-23.004,

F.

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C.N

Southbound

Northbound

¡ PIER NO. = SPAN NO. ¡ PIER NO. = SPAN NO. + 1

Mid Span Beams (Typ.)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:


REVISIONS


SR 699 PINELLAS 439565-1-52-01



STATE OF FLORIDA

LMM 4-20

AHA 4-20

BRIDGE NOS. 150253, 150254

SLM 4-20

FZ 4-20

TAMPA, FL 33637

SUITE 245



P.E. NO. 85399


GENERAL NOTES

SAMPLE ID LOCATIONPPM

LEAD

KTA-1

PPM

CHROMIUM

PPM

CADMIUM

KTA-3

KTA-4

BN150254 NB Girder 2

BN150253 SB Girder 2

Steel Barrier Wall

44.9

103

11.8

7.61

<47.7

<5.52

<2.92

<19.1

<2.21

SPAN BEAM

8-2

N. IDENTIFICATION OF MEMBERS:

B-8


M. STEEL PAINTING CONT'D.:

5

4

3

2

1

GIR

DE

R

NU

MB

ER

S

SPAN NO.

5

4

3

2

1

150253

Brid

ge

No.

Nomenclature Key:

150254

Brid

ge

No.

North End

North End

North End

North End

North End

North End

North End

North End

North End

North End

South End

South End

South End

South End

South End

South End

South End

South End

South End

South End

Example:

are identified by the span number followed by the beam number.

and piles are numbered consecutively from left to right when facing the northbound direction. Beams

1. Bents and piers are numbered consecutively in the direction of stationing, from south to north. Beams

following table:

8. Measurable levels of toxic heavy metals were found to be present in coating samples as provided in the

removal debris in accordance with all government regulations and guides.

for proper collection, handling, classification, packaging, storage, transportation, and disposal of all paint

7. Hazardous materials have been identified in the existing paint systems. The Contractor is responsible

Engineer.

6. All coating materials shall be from one source and come from the current FDOT APL or approved by the

5. See existing bridge plans for dimensions.

standards associated with Occupation Safety and Health Administration (OSHA).

g. In addition to the requirements of Section 561-10 of the Standard Specifications, implement all

f. Submit shop drawings of the containment systems for approval prior to start of work.

e. Drilling holes in the superstructure is prohibited.

a storage area acceptable to the Engineer.

d. Collect solid and liquid waste on a daily basis and place in FDOT approved containers and move to

Guide 6 Class 3P Containment.

c. During power tool cleaning provide a containment system that meets the requirements of SSPC

Class 2A containment.

b. During abrasive blasting provide a containment system that meets the requirements of SSPC Guide 6

requirements of SSPC Guide 6 Class 2W containment.

a. During pressure washing and wet surface preparation provide a containment system that meets the

4. Containment System:

the Engineer's approval. This does not eliminate the need for containments.

performed. If the data shows compliance with note 3.b above, monitoring may be discontinued with

c. Conduct Ambient Air Monitoring for a minimum of 3 full shifts while abrasive blast cleaning is

JOHNS PASS BRIDGE


A. MAINTENANCE OF TRAFFIC:

AHEAD

CONST.

BRIDGE

"DATE"

BEGINS

AHEAD

CLOSED

LANE

B-9

LEFT

MERGE

RIGHT

MERGEOR

PLAN GENERAL NOTES

TEMPORARY TRAFFIC CONTROL

Reduced Speed (North-bound & South-bound Gulf Blvd.) - 25 mph (Phase V & VI)

Posted Speed (North-bound & South-bound Gulf Blvd.) - 35 mph (Phase I to IV)

Posted speed to be maintained during construction:

expedite emergency vehicles through the work zone.

Construction Index 102-600 series. Modify the Traffic Control Plan as needed to assist and

Maintain traffic in accordance with the FY2020-21 FDOT Standard Plans for Road and Bridge

B. TRAFFIC CONTROL GENERAL NOTES FOR LANE CLOSURE ON SR 699

(PHASES I TO IV)

C. TRAFFIC CONTROL GENERAL NOTES FOR LANE CLOSURE ON SR 699

AHEAD

CLOSED

LANE

AHEAD

REDUCED

SPEED

(PHASES V & VI)

(ALL PHASES)

D. TRAFFIC CONTROL GENERAL NOTES FOR LANE CLOSURE ON SR 699

From 9:00 AM to 6:00 PM weekdays and weekends for GULF BLVD. (SR 699) NB & SB.

hours are:

2. Lane closure shall occur only during non-peak hours or non event days weekends. Non-peak

(DURING CONSTRUCTION) (14 DAYS PRIOR TO CONSTRUCTION)

PCMS SIGNAGE PCMS SIGNAGE

messages shall read as following:

1. PCMS shall be placed 14 days prior to closing lanes and during construction. Typical PCMS

at the bridge signals at a safe distance when the bridges open.

3. Traffic control officer will be required to stop opposing traffic (NB in Phase V and SB in Phase VI)

From 9:00 AM to 6:00 PM weekdays and weekends for GULF BLVD. (SR 699) NB & SB.

hours are:

2. Lane closure shall occur only during non-peak hours or non event days weekends. Non-peak

(DURING CONSTRUCTION)

PCMS SIGNAGE

1. Typical PCMS messages shall read as following:

FIGURE 1

COPY

SPACE

COPY

SPACE

COPY

SPACE

C A U T I O N

B R I D G E

X

Y

SIGN NAME QTYSIGN

NUMBERSTATION(S)

PANEL BORDER

WIDTH

HEIGHT

LEGEND

COLOR

SYMBOL(S) ANGLE

WIDTH

RADII

COLOR

WID HT

SIGN

NUMBER

NUMBER

OF POSTS

CLEARANCE

Edge Of Lane

COLUMN SIZE AVERAGE

LENGTH

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

Boat 1 4

C O N S T R U C T I O N L

Black Black

Orange

9'-6" 0.63"

none

1'-6" 1.5"

4 3.9 4.5 4 3.7 1.8 4.5 3.4 6

4.2 4.2 1.9 4.2 4.3 3.1 6

4.2 4.5 4.2 3.8 3.7 4.2 4.3 3.9 3.7 1.8 4.5 3.4 4 106

4" 106" 4"

9'-6"

6"

6"C

6"

1'-

6"

Panel Style: construction_guide.ssi

BORDER

R=1.5"

TH=0.63"

IN=0.47"

Standard Plan Index 102-600.

3. All driveways to be maintained operational during work hour according to FDOT

etc. shall be stored within the right of way while the work zone is inactive.

safe vehicular traffic. No drop-off conditions are allowed to remain. No materials, equipment,

2. At the end of each day, the right of way (including all travel lanes) shall be restored for

1. Work zone signs will be covered in day time normal traffic operational hours.

- No work is allowed during spring break (March 1st thru the Monday after Easter).

- No nightly work is allowed.

anticipated crowd of 20K or higher.

Harbor, New Port Richey, Port Richey, Inverness, Crystal River, Homosassa Springs - with an

Clearwater, Plant City, Dade City, Zephyrhills, Brooksville, Tarpon Springs, Dunedin, Palm

Madeira Beach, Redington Beach, Redington Shores, Indian Rocks Beach, Indian Shores,

- Downtown Tampa, Bayshore Blvd, Ybor City, St. Petersburg, St. Pete Beach, Treasure Island,

- Tropicana Field with an anticipated crowd of 15K or higher.

- Forum/Ice Palace (Amelia Arena) with an anticipated crowd of 15K or higher.

anticipated crowd of 35K or higher.

- Florida State Fairgrounds, Amphitheater and Tampa Stadium (Raymond James Stadium) with an

special events; special events days for this project include:

9. Per FDOT Specification 8-6-4; Suspension of Contractor's Operations - Holidays and

8. Contractor to coordinate with bascule bridge operator prior to any lane closure.

the moveable span must be removed or secured.

7. During bridge operations all traffic control devices and/or construction materials/equipment on

under 102-1 LS.

signs to the bridge in a non-destructive way. This sign installatation and removal will be paid

visible to approaching boat traffic. The contractor shall develop the method of connecting the

6. One Boat TTCP sign (see Figure 1 below) shall be mounted on sides of the bridges where

5. Contractor to coordinate with PSTA transit authority prior to any lane closure.

unless approved by engineer.

4. Contractor will be penalized for any lane closure beyond the allowable time specified

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439565-1-52-01 PINELLAS


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490



P.E. NO. 87097


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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490



P.E. NO. 87097


B-10

PHASE I NOTES:

DENOTES DIRECTION OF TRAFFIC

PHASE II NOTES:

PHASE I

PHASE II

PHASE III

PHASE IV

PHASE III NOTES:

NB OUTSIDE LANE CLOSURE

BRIDGE NO. 150254BRIDGE NO. 150253




SB OUTSIDE LANE CLOSURE

PHASE IV NOTES:

NB INSIDE LANE CLOSURE

SB INSIDE LANE CLOSURE

SIDEWALK BIKE LANE

PLAN SECTIONS (1 OF 2)


(40 DAYS)

(60 DAYS)

BARRIER COATING.

2. PERFORM BRIDGE CONCRETE & STEEL

STANDARD PLANS INDEX 102-613.

SECTION PHASE IV & ACCORDING TO FOOT

THE TEMPORARY TRAFFIC CONTROL PLAN

TRAFFIC INTO SB OUTSIDE LANE AS PER

1. CLOSE SB INSIDE LANE BY SHIFTING

TRAFFIC PATTERN IS MODIFIED.

4. ALL CONFLICTING SIGNAGE SHALL BE COVERED OR MODIFIED WHILE THE

LANE TRANSITION AREAS.

3. ALL EXISTING PAVEMENT MARKINGS TO REMAIN IN THE WORK ZONES AND

IN THE FIELD.

2. LANE WIDTHS/SYMBOLS ARE FOR INFORMATION ONLY, WIDTHS TO BE VERIFIED

& MECHANICAL PLANS.

1. FOR THE DETAILS OF BRIDGE WORKS; FOLLOW STRUCTURAL, ELECTRICAL,

GENERAL NOTES (FOR ALL PHASES)

(10 DAYS)

(10 DAYS)

CHANNELIZING DEVICE (Type I, II, DI, VP, drum, or LCD)

HANDRAIL COATING & SPALL REPAIRS.

3. PERFORM BRIDGE PARAPET,BARRIER &

PLANS INDEX 102-660.

DETOUR PLAN (SHEET B-13) & STANDARD

2. DETOUR PEDESTRIAN AS PER THE PEDESTRIAN

DEVICE TO CLOSE THE SHOULDER/BIKE LANE.

PLANS INDEX 102-613. EXTEND CHANNELIZING

PHASE I & ACCORDING TO FOOT STANDARD

TEMPORARY TRAFFIC CONTROL PLAN SECTION

TRAFFIC INTO NB INSIDE LANE AS PER THE

1. CLOSE NB OUTSIDE LANE BY SHIFTING

COATING.

2. PERFORM CONCRETE & STEEL BARRIER

FOOT STANDARD PLANS INDEX 102-613.

SECTION PHASE II & ACCORDING TO


TRAFFIC INTO NB OUTSIDE LANE AS PER

1. CLOSE NB INSIDE LANE BY SHIFTING

REPLACEMENT, & OTHER ARCHITECTURAL WORKS.

ROOF REPAIR, GUTTER, WINDOW, & DOOR

CONTROL HOUSE CONCRETE WALLS COATING,

HANDRAIL COATING & SPALL REPAIRS,

3. PERFORM BRIDGE PARAPET, BARRIER,&

PLANS INDEX 102-660.

DETOUR PLAN (SHEET B-16) & STANDARD

2. DETOUR PEDESTRIAN AS PER THE PEDESTRIAN

SHOULDER/BIKE LANE.

CHANNELIZING DEVICE TO CLOSE THE

STANDARD PLANS INDEX 102-613. EXTEND

SECTION PHASE III & ACCORDING TO FOOT


TRAFFIC INTO NB INSIDE LANE AS PER

1. CLOSE SB OUTSIDE LANE BY SHIFTING

SYMBOLS

¡ Const. SR 699

SidewalkLaneLaneShldr.ShoulderSidewalk Lane Lane Shldr.

8'-0" 10'-0" 12'-0" 12'-0" 4'-0" 4'-0" 12'-0" 12'-0" 10'-0"

Shoulder

8'-0"

5'

¡ Const. SR 699


8'-0" 10'-0" 12'-0" 12'-0" 4'-0" 4'-0" 12'-0" 12'-0" 10'-0"

Shoulder

8'-0"

¡ Const. SR 699


8'-0" 10'-0" 12'-0" 12'-0" 4'-0" 4'-0" 12'-0" 12'-0" 10'-0"

Shoulder

8'-0"

WORK AREA

5'

¡ Const. SR 699


8'-0" 10'-0" 12'-0" 12'-0" 4'-0" 4'-0" 12'-0" 12'-0" 10'-0"

Shoulder

8'-0"

WORK AREA

WORK AREA

WORK AREA

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439565-1-52-01 PINELLAS


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490



P.E. NO. 87097


PHASE V NOTES:

PHASE V



TEMPORARY LANE SEPARATOR

SIDEWALK

BIKE LANE

PHASE VI


BRIDGE NO. 150254 CLOSURE

BRIDGE NO. 150253 CLOSURE

B-11

PHASE VI NOTES:

PLAN SECTIONS (2 OF 2)


(60 DAYS)

(60 DAYS)

TRAFFIC PATTERN IS MODIFIED.

4. ALL CONFLICTING SIGNAGE SHALL BE COVERED OR MODIFIED WHILE THE

LANE TRANSITION AREAS.

3. ALL EXISTING PAVEMENT MARKINGS TO REMAIN IN THE WORK ZONES AND

IN THE FIELD.

2. LANE WIDTHS/SYMBOLS ARE FOR INFORMATION ONLY, WIDTHS TO BE VERIFIED

& MECHANICAL PLANS.

1. FOR THE DETAILS OF BRIDGE WORKS; FOLLOW STRUCTURAL, ELECTRICAL,

GENERAL NOTES (FOR ALL PHASES)

CHANNELIZING DEVICE (Type I, II, DI, VP, drum, or LCD)

MACHINERY, AND ADJUST CUSHIONLOK GUIDES.

SYSTEMS, 2 CUSHIONLOK SYSTEMS, ACTUATOR

COATING, INSTALL TEMPORARY SPAN LOCK

6. PERFORM STRUCTURAL STEEL COATING, CONCRETE

LS.

AFTER WORK HOURS. THIS WILL BE PAID UNDER 102-1

AND REMOVE THE COVERS TO RESTORE NORMAL TRAFFIC

HEADS OVER THE OPPOSING LANES DURING WORK HOURS

5. CLOSE ENTIRE BRIDGE NO.150253. COVER SIGNAL

B-16 AND STANDARD PLANS INDEX 102-660.

EXISTING SIDEWALK AS SHOWN IN PLAN SHEET

4. DETOUR PEDESTRIANS TO BRIDGE NO. 150254

B-21.

INTO NB OUTSIDE LANE AS SHOWN IN SHEET

3. CLOSE NB INSIDE LANE BY SHIFTING TRAFFIC

SHOWN IN SHEET B-23.

2. SHIFT SB TRAFFIC INTO NB INSIDE LANE AS

INTO SB INSIDE LANE AS SHOWN IN SHEET B-23.

1. CLOSE SB OUTSIDE LANE BY SHIFTING TRAFFIC

MACHINERY, AND ADJUST CUSHIONLOK GUIDES.

SYSTEMS, 2 CUSHIONLOK SYSTEMS, ACTUATOR

COATING, INSTALL TEMPORARY SPAN LOCK

6. PERFORM STRUCTURAL STEEL COATING, CONCRETE

LS.

AFTER WORK HOURS. THIS WILL BE PAID UNDER 102-1

AND REMOVE THE COVERS TO RESTORE NORMAL TRAFFIC

HEADS OVER THE OPPOSING LANES DURING WORK HOURS

5. CLOSE ENTIRE BRIDGE NO.150254. COVER SIGNAL

SHEET B-13 AND STANDARD PLANS INDEX 102-660.

EXISTING SIDEWALK AS SHOWN IN PLAN SHEET

4. DETOUR PEDESTRIANS TO BRIDGE NO. 150253

B-20.

INTO SB OUTSIDE LANE AS SHOWN IN SHEET

3. CLOSE SB INSIDE LANE BY SHIFTING TRAFFIC

LANE AS SHOWN IN SHEETS B-18 & B-19.

2. SHIFT NB TRAFFIC INTO EXISTING SB INSIDE

INTO NB INSIDE LANE AS SHOWN IN SHEET B-18.

1. CLOSE NB OUTSIDE LANE BY SHIFTING TRAFFIC

SYMBOLS

¡ Const. SR 699


8'-0" 10'-0" 11'-6" 11'-6" 4'-0" 4'-0" 12'-0" 12'-0" 10'-0"

Shoulder

8'-0"

WORK AREA

¡ Const. SR 699


8'-0" 10'-0" 12'-0" 12'-0" 4'-0" 4'-0" 11'-6" 11'-6" 10'-0"

Shoulder

8'-0"

WORK AREA

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439565-1-52-01 PINELLAS


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



SR 699

BRIDGE NOS. 150253, 150254

ORLANDO, FL 32817

SUITE 490



P.E. NO. 87097


Feet

100200

N

SYMBOLS:

WORK ZONE SIGN

WORK ZONE

ADVANCED WARNING ARROW BOARD


PHASE I

TEMPORARY TRAFFIC CONTROL PLAN

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

127th

AV

E.

KINGFISH DR.

(SR 699)

GULF BLVD.

REFERENCE A

245'

TAPER

AHEADWORKROAD

AHEADWORKROAD

RO

AD

TH

ES

HA

RE

BRIDGE NO. 150254

BRIDGE NO. 150253

B-12

ELECTRICAL, & MECHANICAL PLAN SET.

4. PERFORM BRIDGE WORK ACCORDING TO STRUCTURAL,

INDEX 102-660 AS SHOWN IN SHEET B-13.

3. DETOUR PEDESTRIANS ACCORDING TO STANDARD PLAN

INDEX 102-613 ACCORDING TO THE PLAN.

2. SHIFT TRAFFIC INTO LEFT LANE AS PER, STANDARD

ON NB GULF BLVD.

1. PLACE A PCMS 300' BEFORE THE FIRST WORK ZONE SIGN

PHASE NOTES:

WORK ZONE

JOHNS PASS12

6th

AV

E.

250' BUFFER

245'

TAPER

AHEADWORKROAD

AHEADWORKROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

SE

E IN

SE

RT

A

BE

LO

W

SE

E IN

SE

RT

B

BE

LO

W

INSERT B

WORK ZONE

or LCD)

CHANNELIZING DEVICE (Type I, II, DI, VP, drum,

REFERENCE AAHEAD

WORK

ROAD

Work Zone

100'

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

ROAD WORK

END

200' 200'200' 245' TAPER 250' BUFFER 500'

ADVANCED SIGNING PLAN (SEE REFERENCE A ABOVE FOR PLACEMENT)

INSERT A

AHEAD

CLOSED

LANE

RIGHT